Users/johnhawkins/Documents/Projects/1568.01 (Alexandria ......s201: framing plan & details a101:...

KH

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ct #

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8.01

DRAWINGS

full size plot scale:

North

Aerial Photono scale

COPYRIGHT by KovertHawkinsALL RIGHTS RESERVED

c

DUPLEX DRAWINGS

Civil: See Bid Package #1

S101: FOUNDATION PLAN & DETAILSS201: FRAMING PLAN & DETAILS

A101: ARCHITECTURAL FLOOR PLAN & DETAILSA102: FINISH & EQUIPMENT PLANSA501: BUILDING ELEVATIONSA502; ALTERNATE BUILDING ELEVATIONS; WINDOW ELEVATIONSA701: WALL SECTIONS

P101: PLUMBING PLANSP201: PLUMBING RISER DIAGRAM & DETAILS

M101: MECHANICAL PLAN

E101: ELECTRICAL PLAN

The Mercantile

The

Mer

cant

ile -

Bid

Pac

kage

#2:

DU

PLEX

ES

Developer:

8152 Castilla DriveIndianapolis, IN 46236

MILESTONEVENTURES

630 Walnut St.Jeffersonville, IN 47130

812-282-9554

9" 1'-0" 9"

1'-0

"2'

-0"

2'-0

"

3'-0

" M

IN.

8"

9" 1'-0" 9"

1'-0

"2'

-0"

2'-0

"

3'-0

" M

IN.

8"

9" 1'-0" 9"

1'-0

"2'

-0"

3'-0

" M

IN.

7"

1"

#4 BARS @ 48" O.C.

CONCRETE SLAB.SEE PLAN.

8" 2'-6" 8"

1'-0

"

(3) #4 BARS

SEE FLOOR PLANFOR WALL TYPE.

1" DEEP CONTROL JOINT

9" 1'-0" 9"

1'-0

"2'

-0"

3'-0

" M

IN.

8"

1"1"

2"TOP OF STEPELEV = 102'-1 3/8"

BOTTOM OF STEPELEV = 99'-10"

4 R

ISER

S @

6-1

5/16

"

= 2'

-35 8"

3 TREADS @ 12" = 3'-0"

2'-6

"

8"

3'-1"

4"1'-1112"

4" M

IN.

3'-0

"

3'-0

"

1'-0"

8"

8"

2'-6

" M

IN.

8" 4'-912"

101 4"

BOX OUT FTG FORTUB DRAIN

HOLD FOUNDATIONWALL DOWN ATDOOR (TYPICAL)

4" CONC. SLAB W/ 6X6 W1.4XW1.4 WWM OVER10 MIL POLY VAPOR BARRIER & 4" GRANULAR FILL.TURN VAPOR BARRIER UP AT ALL EDGE &. TAPEALL LAPS.

4" DIAMETER SCHEDULE 40 PVCRADON VENT PIPE WITH OPENENDS TURNED INTO GRAVELSUB-BASE. ROUTE PIPE UPTHROUGH SLAB AND INTOATTIC. PROVIDE PVC COLLAR ATSLAB PENETRATION ANDSEALANT BETWEEN COLLARAND SLAB.

Structural Design CriteriaAPPLICABLE BUILDING CODE:2005 INDIANA RESIDENTIAL CODE (readopted 2011)2009 IRC for Chapter 11 Energy Code (adopted 2012)

ROOF LOADLIVE LOAD: 20 PSFDEAD LOAD: 20 PSF

FLOOR LOADLIVE LOAD: 40 PSF (EXTERIOR BALCONY 60 PSF)

DEAD LOADS:PLYWOOD 2.7 PSF34" GYPCRETE 7.0 PSFGYP BOARD CLG 2.8 PSFFINISH FLOORING 10.0 PSFWOOD FRAMING 3.0 PSFLIGHTS, PIPING 2.0 PSF

TOTAL DEAD LOAD: 27.5 PSFTOTAL FLOOR LOAD: 67.5 PSF

SNOW LOADSGROUND SNOW LOAD (Pg): 20 PSFDRIFTING PER ASCE 7-10

SEISMIC LOADSOCCUPANCY/RISK CATEGORY: IISITE CLASS: CIMPORTANCE FACTOR: I=1.0SEISMIC DESIGN CATEGORY: B ( PER INDIANA TABLE R301.2(1)DESIGN SPECTRAL: SDs=0.138RESPONSE COEFFICIENTS: SD1=0.117

WIND LOADSBASIC WIND SPEED 90 MPH (PER INDIANA TABLE R301.2(1)WIND IMPORTANCE FACTOR 1.0EXPOSURE CATEGORY B

FOUNDATION SOIL BEARING ALLOWABLE BEARING PRESSURE: 1,500 PSF

Foundation Notes

5.

1.

3.

4.

2.

6.

9.

10.

8.

7.

CONTROL JOINTS TO BE SPACED NO MORE THAN 30X THE SLABTHICKNESS. 4" SLAB - 10'-0" O.C. MAX.

SOFT-CUT CONTROL JOINTS IN CONCRETE SLAB AT COLUMN LINES,AND ELSEWHERE AS SHOWN ON DRAWINGS, WITHIN 24 HOURS OFPOUR.

ALL CONCRETE SLABS TO RECEIVE TWO COATSOF SONNEBORNE "KURE-N-SEAL". ONE COAT @END OF JOB PRIOR TO C.O.

DRAINAGE FILL SHALL BE CRUSHED STONE OR RIVER GRAVEL.

REINFORCING STEEL SHALL BE 60 KSI, TYPE "S", DEFORMED BARS.

THE CONTRACTOR SHALL VISIT THE SITE ANDVERIFY ALL EXISTING CONDITIONS.

FOOTINGS HAVE BEEN DESIGNED BASED ON 1,500 PSF ASSUMEDSOIL BEARING CAPACITY. NOTIFY ARCHITECT IMMEDIATELY IFANY SOFT POCKETS OR "PUMPING" OF SOIL IS ENCOUNTERED.

MINIMUM DEPTH FOR ALL FOOTINGS FOR EXTERIOR WALLS TO BE2'-6" BELOW FINISH GRADE. ALL FOOTINGS MUST BE ONUNDISTURBED EARTH. (FOOTINGS ON FILL ARE PROHIBITED)

MINIMUM CONCRETE PROTECTION FOR STEEL: 3/4"FOR SLABS, 1-1/2" FOR WALLS, 3" FOR FOOTINGS.

ALL CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF3,500 PSI AT 28 DAYS. ALL CONCRETE EXPOSED TO TEMPERATURECHANGES TO HAVE 4-6% AIR ENTRAINMENT.

11. COORDINATE FOUNDATIONS WITH PLUMBING PLAN.

SEE PLAN FORREINFORCING

SEE

PLA

NSE

EPL

AN

1 3 DEP

TH

OF

CO

NC

RET

E

DO NOT CUTREINFORCING AT JOINT.

18"

1 4 D

EPT

H O

FC

ON

CR

ETE

WILL SAFELY SUPPORT MEN AND EQUIPMENTSLAB SHALL BE SAWN AS SOON AS THE CONCRETE

SEE PLAN FORREINFORCING

SEE

PLA

NSE

EPL

AN

GRANULAR FILL

1 3 D

EPT

H O

F C

ON

CR

ETE

1 3 D

EPT

H O

F C

ON

CR

ETE

CARRY REINFORCINGTHROUGH JOINT.

1'-0"

2'-0"

Typ. Slab On GradeConstruction Joint DetailNO SCALE

Control Joint DetailNO SCALE

Typ. Slab On Grade

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full size plot scale: 0

North DuplexFoundation Plan

2'-0"1/4"=1'-0" 4'-0"

EQUA

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OPEN FOR STAIR

11-7/8" TJI-110 @ 16" O.C.

11-7

/8" T

JI-11

0 @

16"

O.C

.PR

TR

2X

10 @

16"

O.C

.

2X6

@ 1

6" O

.C.

(2)

PR

TR

2X

12 B

EAM

INTERIOR LOAD BEARING WALL(TYPICAL)

(3)

PR T

R 2

X10

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

AT D

OO

R(3

) PR

TR

2X

10 H

EAD

ER

(3) PR TR 2X10 HEADER

(2)

PR T

R 2

X10

HEA

DER

(2)

PR T

R 2

X12

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

11-7

/8" T

JI-11

0 @

16"

O.C

.

(3)

1-3/

4x11

-7/8

RIM

JOIS

TAT

CA

NT

ILEV

ER

(3)

PR T

R 2

X10

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

(3)

PR T

R 2

X10

HEA

DER

TYPICAL 2X4 FRAMING@ 16" O.C.

(3)

1-3

/4"

X 1

1-7/

8" L

VL

(2.0

E)

(3)

1-3

/4"

X 1

1-7/

8" L

VL

(2.0

E)

TYPICAL 2X4 LOOKOUTS @ 16" O.C.

TYPICAL 2X4 LOOKOUTS @ 16" O.C.

TRU

SS R

-1 @

2'-0

" o.

c.T

RUSS

R-2

@ 2

'-0"

o.c.

GABLE END TRUSS #1

GABLE END TRUSS #2

TRU

SS R

-3 @

2'-0

" o.

c.

TYPICAL 2X4 FRAMING@ 16" O.C.

TRU

SS R

-4 @

2'-0

" o.

c.

Pre-Engineered Wood Truss Notes Wood Framing Notes1. FABRICATE TRUSSES WITH WOOD CHORDS AND METAL OR WOOD WEBS IN ACCORDANCE DESIGNS

CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT DESIGNS TO ARCHITECT FOR REVIEW PRIORTO FABRICATION.

2. FABRICATE AND INSTALL METAL CONNECTOR PLATES IN ACCORDANCE WITH LATEST EDITION OF "TRUSSPLATE INSTITUTE" STANDARDS AND PROCEDURES

3. TRUSS ELEVATIONS ARE DIAGRAMMATIC, AND ARE INTENDED TO SHOW SPAN LENGTH, BEARING POINTS,REQUIRED OPENINGS AND DEPTH. EXACT SIZE, GRADE, QUANTITY AND CONFIGURATION TO BE INACCORDANCE WITH ENGINEER'S DESIGN.

4. CAMBER TRUSSES TO EQUAL DEAD LOAD DEFLECTION.5. LIVE LOAD DEFLECTION CRITERIA = L/240 MAXIMUM.6. PREPARE COMPLETE SHOP DRAWINGS FOR FIELD ERECTION. MARK AND LOCATE ALL TRUSSES ON

DRAWINGS. INDICATE ALL BRACING AND ANCHORING.7. DESIGN LOADS:

SEE STRUCTURAL DESIGN CRITERIA SCHEDULEROOF TOP EQUIPMENT LOADS. COORDINATE WITH MECHANICAL CONTRACTOR.

8. TRUSS MANUFACTURER IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FIELD CONDITIONS.9. DESIGN ALL TRUSS CONNECTOR PLATES USING AN EXTRA SAFETY FACTOR OF 1.20 IN ADDITION TO THE

STANDARD DESIGN REQUIREMENTS INDICATED IN NOTE 6 ABOVE.10. WHERE #3 LUMBER IS USED FOR WEBS OVERSIZE PLATES TO ENSURE ADEQUATE EMBEDMENT11. 2'-0" MAXIMUM SPACING OF TRUSSES.12. PROVIDE TRUSS HANGERS AND HOLD DOWNS AS REQUIRED.13. DUCTWORK RUNS THROUGH FLOOR JOIST. CONTRACTOR TO COORDINATE WITH MECHANICAL

CONTRACTOR FOR REQUIRED CLEARANCES. SEE MECHANICAL PLAN FOR DUCT SIZES AND ROUTING.

1. ALL FRAMING LUMBER FOR EXTERIOR AND LOAD BEARING WALLS TO BE KILN DRIED, NO. 2SOUTHERN PINE OR BETTER.

Fb (single) = 1300 psiFb (repetive) = 1500 psiFv = 175 psiFc = 1600 psiE = 1600 ksi

2. PROVIDE ALL FRAMING, CONNECTORS, BLOCKING, BRACING AND CONNECTORS NECESSARYFOR A COMPLETE AND FINISHED INSTALLATION OF THE HIGHEST QUALITY WORKMANSHIP.ALL FRAMING TO BE LEVEL, TRUE, EVENLY CROWNED, AND SECURE. PROVIDE TEMPORARYBRACING AND SHORING AS REQUIRED TO MAINTAIN STRUCTURE IN SAFE AND STABLECONDITION UNTIL ALL ROUGH CARPENTRY WORK IS COMPLETE.

3. ALL TRUSS AND JOIST CONNECTORS TO BE SIMPSON "STRONG-TIE" OR EQUIVALENT4. ALL FRAMING CONNECTORS TO BE COMMON WIRE NAILS.5. ALL EXTERIOR WALLS ARE SHEAR WALLS. SEE SHEAR WALL NOTES.6. ROOF SHEATHING TO BE MIN. 5/8" (19/32") APA RATED PLYWOOD SHEATHING, EXPOSURE 1.

BLOCK ALL UNSUPPORTED SHEATHING EDGES WITH 2X4 BLOCKING. NAIL SUPPORTEDEDGES WITH 8d NAILS AT 6" O.C.. NAIL INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" O.C.

7. NON-BEARING WALL HEADERS AT OPENINGS UP TO 6'-0" WIDE TO BE (2) 2X68. PROVIDE SIMPSON H10A CONNECTOR AT ALL TRUSSES BEARING ON STUD WALLS9. MICRO LAM BEAM ALLOWABLE DESIGN STRESSES:

Fb = 2600 psiFv = 285 psiFc (parallel) = 2510 psiFc (perpendicular) = 750E = 1900 ksi

10. PARA LAM COLUMN ALLOWABLE DESIGN STRESSES:Fb = 2400 psiFv = 190 psiFc (parallel) = 2500 psiFc (perpendicular) = 425E = 1800 ksi

11. PROVIDE FRAMING FOR DRAFTSTOPPING AT ATTICS AND EAVES AT 60'-0" O.C. MAX. ANDMAX. 3,000 S.F. AREA, OR AS INDICATED ON DRAWINGS. SEE SHEET S201.

12. PROVIDE FRAMING FOR DRAFTSTOPPING AT STUD WALLS AT LINE OF CEILING.13. APPLY CONSTRUCTION ADHESIVE TO SEAT OF JOIST HANGERS.14. PROVIDE SIMPSON TRUSS FACE MOUNT HANGERS UNLESS OTHERWISE NOTED. FILL ALL NAIL

HOLES AS REQUIRED.15. PROVIDE PRESSURE TREATED WOOD LUMBER WHERE IN CONTACT WITH CONCRETE OR

CONCRETE BLOCK OR STEEL.16. PROVIDE WEB STIFFENERS AS REQUIRED BY TRUSS MANUFACTURER.17. COORDINATE LOCATION OF PLUMBING FIXTURES AS REQUIRED TO AVOID CONFLICT WITH

SANITARY DRAINS. PROVIDE ADDITIONAL TRUSS AS REQUIRED TO AVOID PLUMBINGFIXTURE DRAINS. SEE PLUMBING PLAN FOR LOCATION OF FIXTURES.

18. ALL TRUSS REFERENCES TO BEAM AND JOIST HANGERS ARE BASED ON SIMPSON STRONG TIEBRAND.

19. STUD SPACING FOR ALL EXTERIOR WALLS: 16" O.C. UNLESS NOTED OTHERWISE. STUDSABOVE OVERHEAD DOOR LINTEL TO BE 12" O.C. UNLESS NOTED OTHERWISE.

20. ALL CORNERS TO HAVE MIN. 4'-0" LONG 1532" APA-RATED STRUCTURAL PLYWOOD. BLOCK

ALONG PANEL EDGES AND ATTACH TO STUDS AND BLOCKING WITH 8d COMMON NAILS AT6" O.C ALONG PANEL EDGES AND 8d AT 12" O.C. IN FIELD OF PANELS.

** PROVIDE 8" MIN. BEARING EA. END OF LINTEL **

**FOR LINTELS NOT OTHERWISE SHOWN OR NOTED**

Miscellaneous Lintel (ML) Schedule

STEEL LINTELS (FOR BRICK VENEER)

OPENINGS 4'-0" WIDE AND LESS: USE ANGLE 3-1/2"x3-1/2"x5/16"OPENINGS 4'-1" WIDE TO 6'-0" WIDE: USE ANGLE 4"x3-1/2"x5/16"OPENINGS 6'-1" TO 9'-0" WIDE: USE ANGLE 5"x3-1/2"x5/16"OPENINGS 9'-1" TO 11'-0" WIDE: USE ANGLE 6"x3-1/2"x5/16"

Wood I-Joist Notes

125

125

125

125

125

125

125

125

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North DuplexFloor Framing Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexRoof Framing Plan

2'-0"1/4"=1'-0" 4'-0"

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FIBERGLASS3'-0" X 6'-8" SOLID WOOD01LIVING ROOM D 1 20 MIN. Peep Hole 1 @ 46" AFF, Peep Hole 2 @ 58" AFF

3'-0" X 6'-8" SOLID WOOD02ACLOSET

H.C. WOOD3'-0" X 6'-8" SOLID WOOD03UTILITY C 4

H.C. WOOD2'-4" X 6'-8" SOLID WOOD04BATH B 3

H.C. WOOD3'-0" X 6'-8" SOLID WOOD07BEDROOM 3

H.C. WOOD2'-4" X 6'-8" SOLID WOOD07ACLOSET 4

H.C. WOOD3'-0" X 6'-8" SOLID WOOD06BEDROOM 3

H.C. WOOD3'-0" X 6'-8" SOLID WOOD06ACLOSET 4

1/A101 2/A101 YES

H.C. WOOD B 4

DOWNSTAIRS & UPSTAIRS APARTMENT

FIBERGLASS3'-0" X 6'-8" SOLID WOOD02KITCHEN A 1 YES

H.C. WOOD1'-6" X 6'-8" SOLID WOOD04BLINEN 3

H.C. WOOD2'-4" X 6'-8" SOLID WOOD04AVANITY B 3

FIBERGLASS3'-0" X 6'-8" SOLID WOOD08STORAGE 2 20 MIN.

1

1

1

1

1

1

1

1

1

1

1

1

B

B

B

B

B

B

FIBERGLASS3'-0" X 6'-8" SOLID WOOD09STAIR D Peep Hole 1 @ 46" AFF, Peep Hole 2 @ 58" AFFYES1 1

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

1/A101 2/A101

3/A101 4/A101

3/A101 4/A101

3/A101 4/A101

Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

Stair09

℄℄

℄℄

℄℄

℄

5, 6A-101

Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

℄℄

℄℄

℄℄

℄

5, 6A-101

Door Elevationsscale: 1/4" = 1'-0"

B

DO

OR

HG

T.

A 1C

Louverdoor

INSUL.LOW ESAFETYGLASS

DOORWIDTH

DOORWIDTH

DOORWIDTHDOOR

WIDTH

Door Frame Elevationsscale: 1/4" = 1'-0"

D

PEEP HOLES

ENERGY STARFIRE RATED

JELD WEN DESIGNPRO FIBERGLASSCRAFTSMAN TOPVIEW 3-LIGHT,2-PANEL OR EQUIV.

DOORWIDTH

A1011

SCALE: 1-1/2"=1'-0"

Head Detail2A101

Jamb DetailSCALE: 1-1/2"=1'-0"

5/8" GYP. BOARD

2x WOOD STUDS @ 16" O.C.

5/8" GYP. BOARD

2x WOOD STUDS @ 16" O.C.SEE PLAN FOR DEPTH

WOOD FRAME

WOOD CASING

WOOD DOORS PRE-HUNG ON SOLIDWOOD JAMBS

WOOD DOORS PRE-HUNG ON SOLIDWOOD JAMBS

(2) 2X6S W/ 1/2" PLYWOOD @ 2X4S OR

(3) 2X6S W/ (2) 1/2" PLYWOOD @ 2X6S(2) 2X STUDS

WOOD FRAME

WOOD CASING

5/8" GYP. BOARD

2X6 STUD WALL @ 16" O.C.

R19 BATT INSULATION(KRAFT FACED)

BRICK VENEERSEALANT EACH SIDE

TYVEK TAPE TYVEK WEATHER BARRIER

PRESSURE TREATED WOOD BLOCKING

FLEXWRAP FLASHING OVERROUGH OPENING JAMB

DOUBLE STUDS AT JAMB

CONT. P.T. 2X4 WOOD NAILER

Exterior Door Jamb DetailSCALE: 3"=1'-0"A101

3

WEATHER SEAL

BRICK BEYOND

BRICK VENEER

STEEL ANGLE (SEE STRUCTURAL)

R19 BATT INSULATION(KRAFT FACED)

2X6 STUD WALL @ 16" O.C.

HEADER(SEE STRUCTURAL)

5/8" GYP. BOARD

FIBERGLASS DOOR.

SEALANT

THRU-WALL FLASHINGWITH END DAMS

WEEPS @ 24" O.C. IN MORTAR JT.

FLEXWRAP FLASHING

TYVEK TAPE

TYVEK WEATHER BARRIER

FLEXWRAP FLASHING OVERROUGH OPENING HEAD

CONT. P.T. 2X6

R-5 CONTINUOUS INSULATION OVERSHEATHING. SEE STRUCTURAL.

Exterior Door Head DetailSCALE: 3"=1'-0"A101

4

BACKER-ROD AND SEALANT

WOOD DOOR FRAME.WEATHER SEAL

FIBERGLASS DOOR.

WOOD SIDELIGHT FRAME

WOOD DOOR FRAME

CLOSED CELL SPRAY FOAM @ ALLGAPS AROUND DOOR FRAME.

CLOSED CELL SPRAY FOAM @ ALLGAPS AROUND DOOR FRAME.

METAL CORNERBEAD

METAL CORNERBEAD

STRAIGHT FLASHING

R-5 CONTINUOUS INSULATION OVERSHEATHING. SEE STRUCTURAL.

DISHWASHER

RANGE

REFRIGERATOR

FINISHED END

Kitchen Elevation6

A-101

MICROWAVE

PLASTIC LAMINATE COUNTERTOP,BACKSPLASH & SIDESPLASHES PLASTIC LAMINATE

COUNTERTOP, BACKSPLASH &SIDESPLASHES

18" DEEP MICROWAVECABINET W/ RECESSEDRECEPTACLE. SEE ELECTRICAL

DRYWALL SOFFIT

RANGEHOOD

BASE

Vanity Elevation7

A-101

CULTURED MARBLECOUNTERTOP, BACKSPLASH,SIDESPLASHES & SINK BOWL

FIXED DRAWERFRONT

BASE

SCRIBE

36" x 36" MIRROR WITHWOOD FRAME

ADJUSTABLE SHELF

TYPICAL WIRE PULL

BLIND CORNERCABINET

BLIND CORNERCABINET

FILLER PANEL

Kitchen Elevation5

A-101

SCRIBE

TYPICAL WIRE PULL

DRYWALL SOFFIT

NOTE:ALL RANGE HOODS TO HAVESTOVETOP FIRE STOP FIREPROTECTION CANISTERS

CORNER WALL CABINET

CORNER WALL CABINET

LIGHT FIXTURE

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North DuplexFirst Floor Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexSecond Floor Plan

2'-0"1/4"=1'-0" 4'-0"

X

X-XX

X

X-XX

Symbol Legend

X

X

X

XXXXXXXXXX

XA60X

XA70X

General Plan Notes1. UNLESS OTHERWISE NOTED, ALL INTERIOR PARTITIONS ARE 2X WOOD STUDS AT

16" O.C (SEE PLAN FOR SIZE). WITH 5/8" GYP. BOARD EACH SIDE. INTERIORDEMISING WALLS AT STAIRTO BE 1-HOUR RATED (5/8" TYPE 'X' GYP. BOARD). SEALALL PENETRATIONS WITH FIRE CAULKING.

2. FLOOR / CEILING ASSEMBLY TO BE 1-HOUR RATED (5/8" TYPE 'C' GYP. BOARD ONRESILENT CHANNELS). SEAL ALL PENETRATIONS WITH FIRE CAULKING.DUCTWORK TO BE ROUTED IN SOFFIT/CEILING BELOW 1-HOUR RATED ASSEMBLYBATH EXHAUST FAN TO HAVE LISTED RADIATION DAMPER. SEE MECHANICAL.

3. INTERIOR STUD WALLS ARE DIMENSIONED TO FACE OF STUD. EXTERIOR STUDWALLS WITH BRICK ARE DIMENSIONED TO FACE OF STUD ON INTERIOR FACEAND FACE OF BRICK AT EXTERIOR FACE. EXTERIOR STUD WALLS WITH SIDING AREDIMENSIONED TO FACE OF STUD ON INTERIOR FACE AND FACE OF STUD OR FACEOF FOUNDATION WALL ON EXTERIOR FACE.

4. ALL WALLS SHALL HAVE FIRE-BLOCKING AT TOP OF CEILING HEIGHT.

5. ALL APARTMENT TOILET ROOMS TO HAVE BLOCKING IN WALLS AT WATER CLOSETAND SHOWER FOR GRAB BARS AND SHOWER SEATS. INSTALL SOLID BLOCKING INWALLS FOR ALL TOILET ACCESSORIES.

6. ALL FURNITURE IS SHOWN FOR REFERENCE ONLY.

7. A TOTAL OF THREE DUPLEX BUILDINGS ARE BEING CONSTRUCTED. ONE BUILDINGIS MIRRORED. SEE CIVIL BID PACKAGE #1 FOR LAYOUT AND SITE UTILITYINFORMATION. IN GENERAL, PRICING FOR DUPLEX BID PACKAGE #2 TO INCLUDEALL EXCAVATION, BACKFILL, & FINISH GRADING FOR DUPLEX BUILDINGCONSTRUCTION AND UTILITY CONNECTIONS TO UTILITY SERVICES PROVIDEDUNDER BID PACKAGE #1. SEE CIVIL BID PACKAGE FOR CONNECTION POINTS.

8. ALL GOVERNMENT SOFT COSTS (TAP FEES & PERMITS) WILL BE PAID BY OWNERDIRECT.

X

X, XXXX

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1

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Walls Flooring

Finish Schedule

Base

Specialties

Ceilings

General Finish Notes

STAIR TREADS & RISERS

USED THROUGHOUT WITH ALL FLOOR FINISHES

USED THROUGHOUT ENTIRE APARTMENT UNIT

USED THROUGHOUT ENTIRE APARTMENT UNIT

Apartment Finish Schedule

NOTE 1: ALL FINISHES TYPICAL, UNLESS OTHERWISE NOTED IN SPECIFIC AREASNOTE 2: SEE FINISH PLAN FOR TRANSITION BETWEEN DIFFERING FLOORING MATERIALS.

PROVIDE RUBBER REDUCER OR TRANSITION STRIPS AT EACH TRANSITION."JOHNSONITE" CTA-XX-K2-1/2" WIDE REDUCER STRIP FOR 3/8" MATERIAL TO 1/8" MATERIALCOLOR TO BE SELECTED BY ARCHITECT

ALL DOORS WITHIN APARTMENT UNIT.REFER TO FINISH PLANS FOR EXTERIOR DOOR TYPES AND APARTMENTENTRANCE DOORS

LIVING ROOM, BEDROOM, CLOSETS, HALL

KITCHEN, UTILITY ROOM, BATH, VANITY, LINEN, STAIR LANDINGS

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR CLARIFICATION OF SYMBOLS USED ON THEREFLECTED CEILING PLAN TO ILLUSTRATE LAYOUT OF ITEMS WITHIN CEILING SYSTEM.

FLOOR/CEILING ASSEMBLIES ARE 1-HOUR RATED. ROOF/CEILING ASSEMBLY IS NOT RATED.

COORDINATE ALL WORK (CEILING HEIGHTS, SOFFIT SIZES, OFFSETS, ETC.) WITH MECHANICAL CONTRACTOR.PROVIDE ADDITIONAL BULKHEADS AS REQUIRED.

PROVIDE .2X4 STUD & 5/8" GYPSUM BOARD SOFFIT ENCLOSURE BELOW CEILING AS REQUIRED FOR SOFFIT ATKITCHEN WALL CABINETS. SEE CASEWORK ELEVATIONS ON A101.

PROVIDE 3-1/2" R-11 FIBERGLASS INSULATION IN CAVITY OF RATED FLOOR/CEILING ASSEMBLY.

Reflected Ceiling General Notes

3.

2.

1.

4.

5.

Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

Stair09

Q13

Q13

5, 6A-101

7A-101

Q1Q2

Q3

Q4 Q5

Q6

Q7

Q8

Q9

Q10

Q10

Q10

Q10

Q11

Q11

Q10

(1)

Q11

Q12

Q14

Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

5, 6A-101

7A-101

Q1Q2

Q3

Q4 Q5

Q6

Q7

Q8

Q9

Q10

Q10

Q10

Q10

Q11

Q11

Q10

(1)

Q11

Q12

Q14

1-HOUR RATED FLOOR/CEILINGASSEMBLY: 3/4" GYPCRETE OVER 1/4"ACOUSTIMAT OVER 3/4" PLYWOOD

WOOD JOIST (SEE STRUCTURAL)

DOUBLE PLATE AT PENETRATION OFRATED CEILING MEMBRANE2x FRAMING @ 16" O.C.

5/8" TYPE "C" DRYWALL OVER RESILIENTCHANNELS AT BOTTOM OF I-JOIST

5/8" GYPSUM BOARD

DUCTWORK - ROUTE UNDER RATEDFLOOR/CEILING ASSEMBLY IN SOFFIT,SEE MECHANICAL DRAWINGS.

3-1/2" R-11 SOUND INSULATION

WOOD TRUSS (SEE STRUCTURAL)

DOUBLE PLATE AT PENETRATION OFCEILING MEMBRANE2x FRAMING @ 16" O.C.

5/8" TYPE "C" DRYWALL OVER RESILIENTCHANNELS AT BOTTOM OF TRUSSES

5/8" GYPSUM BOARD

DUCTWORK - ROUTE UNDERROOF/CEILING ASSEMBLY IN SOFFIT,SEE MECHANICAL DRAWINGS.

R-38 THERMAL INSULATION


TypicalSoffit Detail @ 1st Floor

8"3/4"=1'-0" 1'-4"1

A-102 full size plot scale: 0

TypicalSoffit Detail @ 2nd Floor

8"3/4"=1'-0" 1'-4"2

A-102

INTERMEDIATE FRAMING AS REQ'D

INTERMEDIATE FRAMING AS REQ'D

Equipment Keynotes Q1

Q2

Q3

Q11

Q8

Q9

Q10

Q4

Q6

Q7

Q5

REFRIGERATOR WITH TOP FREEZER-GE MODEL GTE18ITHWW, ENERGY STARCOORDINATE WITH CASEWORK AS REQUIRED

ELECTRIC RANGE-FRIGIDAIRE 30" MODEL FFEF3011LWCOORDINATE WITH CASEWORK AS REQUIRED

DISHWASHER -FRIGIDAIRE MODEL FFBD2411NW, ENERGY STARCOORDINATE WITH CASEWORK AS REQUIRED

RANGE HOOD & -RANGE HOOD FIRESTOP CANNISTERSEE MECHANICAL DRAWING M101 FOR HOOD SPECCOORDINATE WITH CASEWORK AS REQUIREDPROVIDE STOVE TOP FIRESTOP FIRE SUPPRESSION CANISTERS (2 PAIR)

MICROWAVE-GE MODEL JES1460DSWWCOORDINATE WITH CASEWORK AS REQUIRED

RESIDENTIAL WASHER-TENANT FURNISHED; SEE PLUMBING AND ELECTRICAL

RESIDENTIAL DRYER-TENANT FURNISHED; SEE ELECTRICAL

NOTE: PROVIDE WOOD BLOCKING AS REQUIRED FORALL TOILET ACCESSORIES AND EQUIPMENT ITEMS

TOWEL BAR- (BATH TOWEL)BOBRICK B-580616X24, SURFACE-MOUNTEDVERIFY LOCATION WITH ARCHITECT PRIOR TO INSTALLATION

TOWEL BAR- (HAND TOWEL)BOBRICK B-580616X18, SURFACE-MOUNTEDVERIFY LOCATION WITH ARCHITECT PRIOR TO INSTALLATION

Q12

Q13

Q14

WIRE CLOSET ROD AND SHELF-SURFACE-MOUNTED, CLOSETMAID "TOTAL SLIDE"PROVIDE WOOD BLOCKING AT 48" A.F.F. AND 66" A.F.F.

WIRE LINEN SHELF-SURFACE-MOUNTED, MOUNT PER ADAQUANTITY OF SHELVES NOTED IN PARENTHESIS, PROVIDE(5) UNLESS OTHERWISE NOTEDSEE SPECIFICATION SECTION 10800

TOILET PAPER DISPENSER (RESIDENTIAL)-SURFACE-MOUNTED BOBRICK B-2716

36"X36" MIRROR WITH WOOD FRAMESURFACE-MOUNTED;MOUNT CENTERED ON LAVATORY

MAILBOXGIBRALTAR MODEL THVKB001; WALL MOUNT

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North Duplex - Finishes, Equipment, CeilingFirst Floor Plan

2'-0"1/4"=1'-0" 4'-0"


North Duplex - Finishes, Equipment, CeilingSecond Floor Plan

2'-0"1/4"=1'-0" 4'-0"

1

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125

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126

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Front (West) Elevation2'-0"1/4"=1'-0" 4'-0"

1


Right Elevation2'-0"1/4"=1'-0" 4'-0"

2

A-501


Left Elevation2'-0"1/4"=1'-0" 4'-0"

3


Rear (East) Elevation2'-0"1/4"=1'-0" 4'-0"

4

A-501

1

1

1

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Front (West) Elevation2'-0"1/4"=1'-0" 4'-0"

1


Right Elevation2'-0"1/4"=1'-0" 4'-0"

2

A-502


Left Elevation2'-0"1/4"=1'-0" 4'-0"

3

A-502

1


Window Elevations1'-0"1/2"=1'-0" 2'-0"

4

A-502

125

125

124±

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Building/Wall Section8"3/4"=1'-0" 1'-4"

1

A-701

5/8" TYPE "C" GYPBOARD ON RESILIENTCHANNELS

5/8" GYP. BOARD ON 2X6 STUDS@ 16" O.C. WITH R-19 KRAFTFACED BATT INSULATION

3/4" GYP-CRETE OVERACOUSTIMAT OVER 3/4" T&GPLYWOOD

R-38 BATT INSULATION

PRE-ENGINEERED WOOD TRUSSES

WOOD "I"-JOIST, SEE STRUCTURAL

5/8" TYPE "C" GYPBOARD ON RESILIENTCHANNELS

5/8" TYPE "C" GYPBOARD ON RESILIENTCHANNELS W/ R-11SOUND INSULATION SUSPENDED GYP

BOARD CEILING

1-HOUR RATED FLOOR/CEILINGASSEMBLY - UL L-528

CONCRETE FOOTING, SEESTRUCTURAL

4" CONC. SLAB W/ 6X6W1.4xW1.4 W.W.F. OVER 10 MILPOLY VAPOR BARRIER & 4"GRANULAR FILL SUB-BASE

TURN VAPOR BARRIER UP 4" ATALL SLAB EDGES.

ENERGY STAR COMPOSITIONSHINGLES OVER SYNTHETICWEATHER RESISTIVE BARRIEROVER 5/8" (19/32") PLYWOODSHEATHING (SEE STRUCTURAL)

METAL DRIP EDGE

CONTINUOUS ALUMINUMGUTTER

FIBER CEMENT FASCIA

VENTED FIBER CEMENT SOFFIT

FIBER CEMENT TRIM

3/4" GYP-CRETE OVERACOUSTIMAT OVER 3/4" T&GPLYWOOD1-HOUR RATED FLOOR/CEILINGASSEMBLY - UL L-528

FIBER CEMENT SIDING OVERDOUBLE LAYER OF TYVEK OVERR-5 CONTINUOUS INSULATION &1/2" (15/32") PLYWOOD SHEATING.SEE STRUCTURAL FORSHEATHING NOTES. TAPE ALLJOINTS OF CONTINUOUSINSULATION

8" HIGH BASE FLASHING AT BRICKROWLOCK, LAP UNDER TYVEK

PRES TREATED 2X6 PLATE AT EXTERIORWALLS (SEE STRUCTURAL)

CONCRETE FOOTING, SEESTRUCTURAL

8" CONCRETE STEM WALL, SEESTRUCTURAL

FOUNDATION WALL,SEE STRUCTURAL

R-19 UNFACED BATT INSULATION

(3) - 2X10 W/ 1/2" PLYWOODHEADER

(2) - 2X4 TOP PLATE (TYP.)

DOUBLE TOP PLATE AT ALLPENETRATIONS OF RATEDCEILING MEMBRANE. FIRE CAULKALL PENETRATIONS OF DOUBLETOP PLATE AT RATED CEILINGMEMBRANE (FIRST FLOORCEILING IS 1-HOUR RATED)

TYPICAL FOAM SILL GASKET ATALL EXTERIOR WOOD PLATES

THICKENED SLAB SEESTRUCTURAL

2X6 STUD WALL AT STAIR IS BEARING WALL AND1-HOUR RATED AT SEPARATION BETWEEN FIRST ANDSECOND FLOOR APARTMENTS. STAIR IS PART OFSECOND FLOOR APARTMENT. PROVIDE 5/8" TYPE 'X"GYP BD. BOTH SIDES AND R-19 BATT INSULATION

2X6 STUD WALL AT STAIR IS BEARING WALL AND1-HOUR RATED AT SEPARATION BETWEEN FIRST ANDSECOND FLOOR APARTMENTS. STAIR IS PART OFSECOND FLOOR APARTMENT. PROVIDE 5/8" TYPE 'X"GYP BD. BOTH SIDES AND R-19 BATT INSULATION

FOOTING, SEESTRUCTURAL

PRE-ENGINEERED WOOD TRUSSES(SEE STRUCTURAL)

CONTINUOUS RIDGE VENT

MASONRY FLASHING WITH WEEPHOLES @ 2'-0" O.C. HORIZ.

APPROXIMATE GRADE LINE, SEE CIVIL

BRICK VENEER WITH ROWLOCKCAP

2-PIECE MASONRY TIES @ 16" O.C.VERT & 2'-0" O.C. HORIZ.

FOUNDATION WALL,SEE STRUCTURAL

ENERGY STAR FIBERGLASSENTRANCE DOOR

4" CONCRETE STOOP AT DOOR

R 7.5 RIGID PERIMETERINSULATION

R 7.5 RIGID PERIMETERINSULATION

SEE CIVIL FOR CONTINUATION OFWALK

CONCRETE KNEEWALL BEYOND

EXPANSION JOINT WITHSEALANT

MASONRY FLASHING WITH WEEPHOLES @ 2'-0" O.C. HORIZ.

8" H. LIMESONE HEADER

2-PIECE MASONRY TIES @ 16" O.C.VERT & 2'-0" O.C. HORIZ.

SET THRESHOLD IN BED OFSEALANT

STEEL ANGLE LINTEL (SEESTRUCTURAL)

FIBER CEMENT SOFFIT (PAINT)

5/8" GYP. BOARD ON 2X6 STUDS@ 16" O.C. WITH R-19 KRAFTFACED BATT INSULATION

ENERGY STAR COMPOSITIONSHINGLES OVER SYNTHETIC

WEATHER RESISTIVE BARRIEROVER 5/8" (19/32") PLYWOOD

SHEATHING (SEE STRUCTURAL)

METAL DRIP EDGE

CONTINUOUS ALUMINUMGUTTER

FIBER CEMENT FASCIA

VENTED FIBER CEMENT SOFFIT

FIBER CEMENT TRIM

BRICK VENEER OVER SINGLELAYER OF TYVEK OVER R-5

CONTINUOUS INSULATION & 1/2"(15/32") PLYWOOD SHEATING. SEE

STRUCTURAL FOR SHEATHINGNOTES. TAPE ALL JOINTS OFCONTINUOUS INSULATION

(3) 1-3/4" X 11-7/8" LVL RIM JOISTAT CANTILEVERED I-JOIST OVERENTRANCE DOOR

R-19 INSULATION AT RIM JOIST(TYPICAL)

PROVIDE ALTERNATE BIDS AS FOLLOWS:- FRONT ELEVATION TO HAVE BRICK

WAINSCOT INSTEAD OF FULL HEIGHTBRICK

- SIDING TO BE .042 VINYL INSTEAD OFFIBER CEMENT

1

1

Plumbing Fixture ScheduleDescriptionType CW HW

L-1

SAN VENT

SK-1

WC-1

SH-1

FHB

CO

FD

WH-1

WHA

DW

WM

Plan Key Notes

(2) 1" DOMESTIC WATER SERVICE PIPING, SEE CIVIL.

1" DOMESTIC WATER SERVICE PIPING FROM METER; PROVIDE SHUTOFF VALVE IN LINE IN UTILITY ROOM, LOCATE AT 60" AFF (MAXIMUM)

1" DOMESTIC WATER SERVICE PIPING FROM METER UP TO 2NDFLOOR APARTMENT. PROVIDE SHUT-OFF VALVE IN UTILITY ROOM AT60" AFF (MAXIMUM).

DOMESTIC HOT AND COLD WATER PIPING TO BE COMPLETELYCONCEALED IN WALLS, CEILINGS, OR SOFFITS.(TYPICAL AT ALL APARTMENTS)

EXTEND HOT WATER PIPING FROM KITCHEN SINK THROUGHCABINETRY TO DISHWASHER UNIT. PROVIDE SHUT OFF VALVE.

PROVIDE ACCESS PANEL TO SHUT OFF VALVE IN WALL

DOWN TO FIRST FLOOR

SYMBOL

1

2

3

4

5

114-1541-11

100

Water Hammer Arrester Schedule

UNITS

Z-1700ZURN

FIXTURE

TYPE

33-60

200

12-32

300

61-113

400 500

BA C D E

NOTE:ALL FLOOR/CEILING ASSEMBLIES ARE 1-HOUR RATED. ALL PIPINGPENETRATIONS OF THE RATED FLOOR/CEILING ASSEMBLY MUST BEMADE WITHIN THE WALL STUD CAVITY SPACE AND MUST BE FIRESEALED WITH 1-HOUR RATED FIRESTOPPING AT EACHFLOOR/CEILING OR ROOF/CEILING ASSEMBLY.

LEGEND

6

7

Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

Stair09

WC-1

COSH-1

L-1

SK-1

DW

WH-1

WM-1

FD

CONNECT TO SANITARY SEWER, SEE CIVIL

SEE RISER DIAGRAM ON P201 FORDRAIN PIPE SIZES

PROVIDE ALTERNATE BID FOR 3/4" GASSERVICE AND GAS PIPING TO WATERHEATER AND FURNACE

SEE DRAWING S-101 FOR RADON VENTPIPING

Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

WC-1

COSH-1

L-1

SK-1

DW

WH-1

WM-1

FD


7 7

7

7

7



Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

FPHB

6

WC-1

SH-1

L-1

SK-1

DW

WH-1

WM-1

FD

5

3/4"

1"

4

3



Bedroom07

Closet07A

Bedroom06

Closet06A

Vanity04A

Utility03

Closet02A

MW

DWLiving Room01

Kitchen02

Bath04

Hall05

Linen04B

Storage08

Stair09

FPHB

6

FPHB

6

WC-1

SH-1

L-1

SK-1

DW

WH-1

WM-1

FD

5

3/4"

3/4"

1"

1 1"

4

2

3



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62 3 4 5 6


North DuplexFirst Floor DWV Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexSecond Floor DWV Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexFirst Floor Supply Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexSecond Floor Supply Plan

2'-0"1/4"=1'-0" 4'-0"

1

1

1

1 1

1

1

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Plumbing Fixture ScheduleDescriptionType CW HW

L-1

SAN VENT

SK-1

WC-1

SH-1

FHB

CO

FD

WH-1

WHA

DW

WM

Plan Key Notes

(2) 1" DOMESTIC WATER SERVICE PIPING, SEE CIVIL.

1" DOMESTIC WATER SERVICE PIPING FROM METER; PROVIDE SHUTOFF VALVE IN LINE IN UTILITY ROOM, LOCATE AT 60" AFF (MAXIMUM)

1" DOMESTIC WATER SERVICE PIPING FROM METER UP TO 2NDFLOOR APARTMENT. PROVIDE SHUT-OFF VALVE IN UTILITY ROOM AT60" AFF (MAXIMUM).

DOMESTIC HOT AND COLD WATER PIPING TO BE COMPLETELYCONCEALED IN WALLS, CEILINGS, OR SOFFITS.(TYPICAL AT ALL APARTMENTS)

EXTEND HOT WATER PIPING FROM KITCHEN SINK THROUGHCABINETRY TO DISHWASHER UNIT. PROVIDE SHUT OFF VALVE.

PROVIDE ACCESS PANEL TO SHUT OFF VALVE IN WALL

DOWN TO FIRST FLOOR

SYMBOL

1

2

3

4

5

114-1541-11

100

Water Hammer Arrester Schedule

UNITS

Z-1700ZURN

FIXTURE

TYPE

33-60

200

12-32

300

61-113

400 500

BA C D E

NOTE:ALL FLOOR/CEILING ASSEMBLIES ARE 1-HOUR RATED. ALL PIPINGPENETRATIONS OF THE RATED FLOOR/CEILING ASSEMBLY MUST BEMADE WITHIN THE WALL STUD CAVITY SPACE AND MUST BE FIRESEALED WITH 1-HOUR RATED FIRESTOPPING AT EACHFLOOR/CEILING OR ROOF/CEILING ASSEMBLY.

LEGEND

6

7


FINISH GRADE

CAST IRON

18"X18"X4"

WITH COVER

EXTENSION:SAME SIZEAS SEWER

CONCRETE PAD

AND PLUG

CLEANOUT

1/8 BEND

ENCASEMENT4" MIN. COVER

CONCRETE

STANDARD

AND SIZE AS REQ'D

MATERIAL SEWER-

NOT TO SCALEP201

2 Exterior Cleanout Detail

Electric Heater Piping DiagramNO SCALE

3/4"

HW

FLOW

3/4" WATTS NO. 36A ORAPPROVED EQUALVACUUM RELIEF VALVE

HEAT TRAP LOOP12" MIN.

CHECK VALVE (TYP)

INSULATING UNION

WATER HEATER

DRAIN VALVE

PLASTIC DRAIN PAN

PIPE FULL SIZE TODRAIN PAN.

INSULATING UNION (TYP.)

EXPANSION TANK

CODE APPROVED T&P RELIEF VALVE

SHUT OFF VALVE. (TYP)FLOW

3

P201

PIPE DRAIN PAN OVERFLOW TOFLOOR DRAIN. SEE PLUMBING PLANFOR LOCATION.

3/4"

3/4" COLD WATER SUPPLY

HEAT TRAP LOOP

INSTALL 1" ARMAFLEX ON FIRST 8'OF OUTLET PIPING ONLY ON ANONRECIRCULATING SYSTEM;INSULATE ALL HOT WATER PIPINGON A RECIRCULATING SYSTEM

INSTALL 1" ARMAFLEX ON INLETPIPE BETWEEN WATER HEATERTANK AND HEAT TRAP

General Plumbing Notes

5.

6.

8.

3.

4.

2.

17.

WORK INCLUDES FURNISHING ALL LABOR, MATERIALS, APPLIANCES, EQUIPMENT, TOOLS, TRANSPORTATION,SUPERINTENDENCE, CLEAN-UP, AND SERVICES REQUIRED TO CONSTRUCT AND INSTALL A COMPLETE AND FULLYOPERATIVE PLUMBING SYSTEM FOR THE PROJECT.

INSTALL ALL PLUMBING WORK IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, ALL ADA ANDACCESSIBILITY LAWS AND REGULATIONS, AND ALL AUTHORITIES HAVING JURISDICTION.

CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF ALL FEES, PERMITS, TAP-INS, APPROVALS, AND INSPECTIONS.

FURNISH ALL CERTIFICATES OF APPROVALS BY THE PLUMBING INSPECTOR AND BOARD OF HEALTH.

UNLESS OTHERWISE SPECIFIED, ALL FAUCETS, SUPPLIES AND STOPS, TRAPS, WASTES, STRAINERS, AND ESCUTCHEONS,SHALL BE CHROME PLATED BRONZE. (BRIGHT CHROME FINISH).

TEST ALL PIPING AS REQUIRED BY STATE AND LOCAL PLUMBING CODES.TEST ALL NEW PIPING TO 150 PSI FOR A MINIMUM OF 24 HOURS.

NOT USED

18. PROVIDE WATER HAMMER ARRESTORS EQUAL TO "WADE" "SHOKSTOP" AT ALL LAVATORIES, SINKS, AND WASHINGMACHINE OUTLETS. INSTALL COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON HOT AND COLD WATER SUPPLYPIPING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

9. SANITARY DRAIN, WASTE, AND VENT PIPING:INSIDE BUILDING TO BE SCHEDULE 40 PVC,OUTSIDE BUILDING TO BE SCHEDULE 40 PVC AT GRASS AREAS, SCHEDULE 80 PVC AT DRIVESALL FITTINGS DESIGNED FOR SOLVENT WELDED JOINT CONSTRUCTION

10. DOMESTIC WATER PIPING:INSIDE BUILDING ABOVE GROUND TO BE PEX. PROVIDE COPPER MAINFOLDS AS REQUIREDINSIDE BUILDING BELOW GROUND TO BE TYPE "K" COPPER, SOFT TEMPER,ROLL STOCK; OR PEX SLEEVED IN PVC CONDUIT PER NOTE 11.OUTSIDE BUILDING BELOW GROUND TO BE PVC WATER PRESSURE PIPE, AWWA C900, CLASS 150, ROLL STOCK

7. NOT USED

16. PROVIDE NEW SANITARY SEWER SERVICES AND CONNECTIONS AS REQUIRED. VERIFY PIPING ROUTING AND RUNS,TAP LOCATIONS, AND INVERT ELEVATIONS REQUIRED PRIOR TO COMMENCING WORK. ESTABLISH INVERTELEVATIONS REQUIRED FOR DRAINAGE OF 1/8 INCH PER FOOT SLOPE.ENSURE FOR PROPER CONNECTIONS, INSTALLATION, AND SLOPE FOR DRAINAGE.

15. INSTALL UNIONS DOWNSTREAM OF VALVES AND AT ALL FIXTURES, EQUIPMENT, AND APPARATUS LOCATIONS FORALL PIPING FEEDS.

14. INSULATE ALL WATER PIPING AND CONDENSATE DRAIN LINES WITH A MINIMUM OF 1" THICK ARMAFLEX OR GLASSFIBER INSULATION WITH VAPOR BARRIER JACKETS.

13. GAS PIPING:ABOVE GROUND (2" AND SMALLER) TO BE THREADED BLACK MALLEABLE IRON,ABOVE GROUND (LARGER THAN 2") TO BE SCHEDULE 40 BLACK STEEL,FITTINGS TO BE WELDED, PIPING SUPPORTED 5'-0" O.C. MAX.;BELOW GROUND TO BE GAS LINE GRADE PLASTIC PIPE OR TUBING,FITTINGS DESIGNED FOR SOLVENT WELDED JOINT CONSTRUCTIONCSST IS ACCEPTABLE IF PIPING IS PROVIDED WITH AIR GAP, AND IS BONDED TO BUILDING ELECTRICAL SYSTEM PERINDIANA CODE AND MANUFACTURER'S INSTRUCTIONS.

1. PLUMBING DRAWINGS ARE DIAGRAMMATIC IN NATURE AND REPRESENT CONCEPTUAL ROUTING ONLY.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL ACTUAL CONDITIONS.

19. NOT USED

20. FIELD VERIFY ALL CONDITIONS TO COORDINATE ALL WORK AS SHOWN AND/OR INTENDED.FIELD VERIFY ALL INVERTS REQUIRED.

12. SEWER PIPING SHALL BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON WITH MECHANICAL JOINTS 10'-0"ON EITHER SIDE OF THE WATER LINE WHERE:1) WATER AND SEWER LINES RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE OF 10'-0" CANNOT BE MAINTAINED.2) WATER AND SEWER LINES CROSS AND THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW THE SEWERWITH MINIMUM OF 18" VERTICAL SEPARATION DISTANCE.3) REQUIRED TO BE SUCH BY THE LOCAL OR STATE DEPARTMENT OF HEALTH FOR ANY REASON.

21. NOT USED

11. DOMESTIC WATER PIPING (PEX TYPE):INSIDE BUILDING ABOVE GROUND TO BE "ZURN PEX" SDR-9, ASTM F-876/F-877PVC WATER PRESSURE PIPE RATED AT 160 PSI AT 73 DEGREES;INSIDE BUILDING BELOW GROUND TO BE "ZURN PEX" SDR-9, ASTM F-876/F-877PVC WATER PRESSURE PIPE RATED AT 160 PSI AT 73 DEGREES, SLEEVE IN PVC CONDUIT BELOW SLAB

22. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM OF 36" OF COVER.

23. IF PVC WATER LINES ARE UTILIZED, THEY SHALL BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIALSTANDARDS NO. 256-63, PRODUCT STANDARD 22-70, OR ASTM D-2241.

24. ALL SANITARY SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF 36" OF COVER.

25. IF PVC SANITARY SEWER LINES ARE UTILIZED, THEY SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3033.LINES UNDER DRIVES TO BE SCHEDULE 80

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full size plot scale: NO SCALEP-201

1 DWV Riser Diagram

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Linen04B

Storage08

Stair09

HVAC-1

6"Ø

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10x7

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6"Ø

1

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10 10

RH-1

EF-1

10x7

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0 or

20x

8

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Closet02A

MW

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Linen04B

Storage08

HVAC-2

6"Ø

5

2

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7"Ø

10x710x7

6"Ø

6"Ø

1

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16x1

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20x

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full size plot scale: Not to Scale (1:48P)M-201

2 Cooling Coil Condensate Drain

full size plot scale: No Scale (1:24P)M-201

1 Detail @ Air Handler

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North DuplexFirst Floor HVAC Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexSecond Floor HVAC Plan

2'-0"1/4"=1'-0" 4'-0"

1

1

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36

FIXTURE SCHEDULE (LED)TYPE MANUFACTURER LAMP

A

B

MOUNTING

J

G

LITHONIA LBL4 40L LP835, 41 WATTS, 4500 LUMENS SURFACE CLG.

LEDF

LED

E-CONOLIGHT E-JT2L2311N, 23 WATT LED, BRUSHED NICKEL, 1366 LUMENS

HALO SLD606830WHA, 12 WATTS, 800 LUMENS, 80 CRI

WALLPACK: E-CONOLIGHT E-WP6L03NZ, 36W, 3,350 LUMENS, BRONZE SURFACE WALL (VERIFY MTG. HT.) LED

EMERGENCY - E-CONOLIGHT, E-XML2W SURFACE WALL (VERIFY MTG. HT.)E

-KEYNOTES-PROVIDE CEILING FAN RATED BOX IN CEILING FOR FUTURE CEILING FAN. MOUNT SCHEDULED LIGHTFIXTURE ON BOX AS REQUIRED. PROVIDE WIRING FOR TWO SEPARATE SWITCH LEGS FOR FUTUREFAN/LIGHT SWITCHING.

RECESSED RECEPTACLE FOR MICROWAVE. VERIFY EXACT HEIGHT AND LOCATION WITH EQUIPMENTDRAWINGS PRIOR TO ROUGH IN.

MAKE FINAL CONNECTION TO RANGE HOOD. CONNECT TO NEAREST KITCHEN RECEPTACLE CIRCUIT.

2'X4''x3/4" FIRE RATED TELPHONE/DATA EQUIPMENT BACKBOARD.

EXHAUST FAN TO BE WIRED FOR CONTINUOUS OPERATION AND CONTROLLED BY SOLID STATE TIMERSWITCH IN RESTROOM FOR "BOOST" MODE. CONNECT EXHAUST FAN TO 120V LIGHTING CIRCUIT. PROVIDESEPARATE SWITCH FOR FAN LIGHT. COORDINATE WITH MECHANICAL AS REQUIRED FOR A COMPLETEINSTALLATION.

PROVIDE CEILING FAN RATED BOX IN CEILING AND SWITCH AT WALL FOR CEILING FAN

SURFACE CLG. LED

L (3) 13W CFLBATH VANITY SEAGULL GLADSTONE 3-LIGHT, 49852-BLE-965 SURFACE WALL

SURFACE CLG.

OLF1

OLF2

PATIO, E-CONOLIGHT E-WW1L11NMP, BRONZE, 14WATTS, 1,000 LUMENS LEDSURFACE WALL (VERIFY MTG. HT.)

ABOVE FINISHED FLOOR

EMERGENCY LIGHT

UNLESS OTHERWISE NOTED

MOTOR CONNECTION, PROVIDE CONNECTION COMPLETE

FUSE PER NAMEPLATEFUSED DISCONNECT SWITCH

WEATHERPROOF

GROUND FAULT PROTECTED

VERIFY TYPE AND LOCATION IN FIELDSPECIAL PURPOSE OUTLET

MOUNT ABOVE COUNTER - AVOID BACKSPLASH20A 120VOLT DUPLEX RECEPTACLE

20A 120VOLT DUPLEX RECEPTACLE

KEYNOTE

20A 120VOLT FOURPLEX RECEPTACLE

16" AFF TO BOTTOM U.O.N.

16" AFF TO BOTTOM, U.O.N.

20AMP SINGLE POLE SWITCH

20AMP VOLT THREE WAY SWITCH

44" AFF TO BOTTOM. U.O.N.

44" AFF TO BOTTOM. U.O.N.3S

S

*

*

Electrical Legend

A.F.F.

EL

U.O.N.

GF

WP

FURNACE - PROVIDE POWER CONNECTIONF

RANGE HOOD/LIGHT - PROVIDE POWER CONNECTIONR

RANGE RECEPTACLE 50AMP 1Ø 4WIRER

DRYER RECEPTACLE 30AMP 1Ø 4WIRED

WASHER RECEPTACLE 20AMP 1Ø 3WIREW

REFRIGERATOR RECEPTACLE 20AMP 1Ø 3WIREREF

WATER HEATER - PROVIDE POWER CONNECTIONWH

MAXIMUM HEIGHT 42"AFF TO BOTTOM.

TELEPHONE OUTLET WITH SINGLE GANG PLASTER RING. 16" A.F.F. TO BOTTOM U.O.N. PROVIDECAT 5E TO TELEPHONE/DATA BOARD IN UTILTY ROOM. PROVIDE ALL JACKS, WIRING, ETC... ASNEEDED.

TELEVISION OUTLET WITH SINGLE GANG PLASTER RING. 16" A.F.F. TO BOTTOM U.O.N. PROVIDERJ-56 COAX TO TELEPHONE/DATA BOARD IN UTILITY ROOM. PROVIDE ALL JACKS, WIRING,SPLITTERS, ETC... AS NEEDED.

FAN TIMER SWITCH - COORDINATE WITH MECH.44" AFF TO BOTTOM. U.O.N.FT

S

S

ALL WIRING DEVICES TO BE WHITE. VERIFY W/ ARCH. BEFORE ORDERING

REPLACE EXISTING DEVICE. PROVIDE NEW DEVICE & FACEPLATEE

SINGLE STATION COMBINATION SMOKE AND CARBON MONOXIDE (CO) ALARM -INTERCONNECT ALL SMOKE AND COMBINATION ALARMS WITHIN INDIVIDUAL APARTMENTS

THERMOSTAT - VERIFY WITH MECHANICALT

F DISCONNECT SWITCH FOR AIR HANDLER. PROVIDE SINGLE POLE SWITCH IN HANDY BOX.

1

2

3

4

5

6

1

S SINGLE STATION SMOKE ALARM -INTERCONNECT ALL SMOKE AND COMBINATION ALARMS WITHIN INDIVIDUAL APARTMENTS

ALL WIRING DESIGNED FOR 75 DEGREES CELSIUS. 65 DEGREES FOR APARTMENTS.****

-ELECTRICAL GENERAL NOTES-

**

**

**

**

**

**

**

**

**

**

**

NO MORE THAN FOUR CURRENT CARRYING CONDUCTORS IN ANY ONE CONDUIT.

PROVIDE GROUND CONDUCTOR IN ALL CONDUITS. SIZE PER NATIONAL ELECTRIC CODE.

ALL WIRING SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICCODE, STATE AND/OR COUNTY JURISDICTION HAVING AUTHORITY IN THAT AREA.

ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE PLUMBING CONTRACTOREXACT LOCATION AND ROUGH IN REQUIREMENTS FOR ALL PLUMBING EQUIPMENTBEFORE ROUGH IN.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE H.V.A.C. CONTRACTOREXACT LOCATION AND ROUGH IN REQUIREMENTS FOR ALL H.V.A.C. EQUIPMENTBEFORE ROUGH IN.

ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES ANDOWNER BEFORE WIRING IS TO BEGIN TO VERIFY ALL OTHER CONDITIONS SO THATWIRING WILL NOT INTERFERE WITH THE OTHER TRADES.

UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL FURNISH ANDINSTALL ALL MATERIAL AND EQUIPMENT AS INDICATED ON THE DRAWINGS. ALLMATERIALS AND EQUIPMENT SHALL BE NEW AND OF FIRST CLASS CONSTRUCTION,AND SHALL BE THE PRODUCT OF AN ESTABLISHED AND REPUTABLEMANUFACTURER AND SHALL BE DESIGNED TO PERFORM THE SERVICE REQUIRED.ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTIONS. THE ENTIRE ELECTRICALSYSTEM SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.ALL MATERIALS USED IN THE WORK SHALL BE APPROVED BY THEUNDERWRITER'S LABORATORIES, INC., AND SHALL BARE THEIR LABEL.

THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, OBTAIN ALL PERMITS,INSPECTIONS, CERTIFICATES, AND LICENSE REQUIRED BY LAW FOR THEEXECUTION OF WORK TO BE PERFORMED.

THE ARCHITECT/ENGINEER DOES NOT DEFINE THE SCOPE OF INDIVIDUAL TRADES,SUBCONTRACTORS, MATERIAL SUPPLIERS, OR VENDORS. ANY SHEET NUMBERINGSYSTEM USED WHICH IDENTIFIES DISCIPLINES IS SOLELY FOR THEARCHITECT/ENGINEER'S CONVENIENCE, AND IS NOT INTENDED TO DEFINE ASUBCONTRACTOR'S SCOPE OF WORK. INFORMATION REGARDING INDIVIDUALTRADES, SUBCONTRACTORS, MATERIAL SUPPLIERS, AND VENDERS MAY BE DETAILED,DESCRIBED AND INDICATED AT DIFFERENT LOCATIONS THROUGHOUT THESEDOCUMENTS. NO CONSIDERATION WILL BE GIVEN TO REQUESTS FOR CHANGEORDERS FOR FAILURE TO OBTAIN AND REVIEW THE COMPLETE SET OF DRAWINGSAND SPECIFICATIONS WHEN PREPARING BIDS, PRICES AND QUOTATIONS.

ALL DEVICES AND CONTROLS TO BE MOUNTED AT MIN. 16" A.F.F. TO BOTTOMOF DEVICE AND MAX. 48" A.F.F. TO TOP OF DEVICE. DEVICES MOUNTED ABOVECOUNTERS TO BE MAX. 46" A.F.F. TOP TOP OF DEVICE

PROVIDE EXPANDED FOAM INSULATION BEHIND PIPES, ELECTRICAL OUTLETS,SWITCHES, AND PANELS LOCATED ON EXTERIOR WALLS.

**

LED

CEILING FAN W/ LIGHT KIT - SEA GULL LIGHTING 15030-962 (2) 13W CFLBRUSHED NICKEL FINISH.

SURFACE CLG ON RATED FAN BOX LED

PROVIDE ALL NECESSARY HARDWARE, LAMPS, ACCESSORIES, ETC...FOR A COMPLETE FIXTURE INSTALLATION.

ALL EXIT, EMERGENCY AND NIGHT LIGHTING SHALL BE WIRED AHEADTHE SWITCHING SERVING THAT AREA. AT NO TIME SHALL THISLIGHTING BE SWITCHED UNLESS OTHERWISE SHOWN.

ALL LIGHT FIXTURES OR BALLASTS SHALL BE ENERGY STAR CERTIFIED.

LED

WITH E-ACP1 FIELD INSTALLED PHOTOCELL

FLUSH MOUNT

LITHONIA FMML-13840-WL, 10W, 659 LUMENS, 40K, WET LOCATIONK LEDSURFACE CEILING

7

RECONNECT EXISING WIRING TO NEW DEVICE.

8

9

10

11

SURFACE CLG. LEDLITHONIA FMLRL 14 24 WATTS, 1600 LUMENS, LOW PROFILE 14" ROUND

SURFACE CLG. LEDLITHONIA FMLRL 11 16 WATTS, 1100 LUMENS, LOW PROFILE 11" ROUND C

D

B1 SURFACE CLG. LEDLITHONIA LBL4 30L LP835 EL7L, 27 WATTS, 3000 LUMENS, LED EMER BATTERY PACK

LITHONIA LBL4 30L LP835, 27 WATTS, 3000 LUMENS

GARBAGE DISPOSALGD

RECEPTACLE FOR DISHWASHER. PROVIDE AND INSTALL 6' MALE CORD END FOR DISHWASHER.

HARD WIRED PUSH BUTTON FOR DOOR BELL. SEE SPECIFICATION SECTION 11070.

HARD WIRED CHIME FOR DOOR BELL. SEE SPECIFICATION SECTION 11070.

PROVIDE 8"x8"x4"D FLUSH JUNCTION BOX IN WALL. INSTALL DOOR BELL TRANSFORMERS IN J-BOX; ALLWIRING SHALL BE CONCEALED. LABEL TRANSFORMERS AND CONNECT TO NEAREST 120V CIRCUIT.

INSTALL (2) 2" OPEN CONDUITS WITH PULL STRINGS FOR PHONE / DATA / CABLE TV; TURN UP ABOVE SLABBELOW PHONE BOARD. COORDINATE ROUTING WITH CIVIL.

#6CU.-DRIVEN GROUND

EQUIPMENT BOARD

TELEPHONE/DATA/TV

GROUNDBAR

INSTALL CONDUITS AS PER TELEPHONEAND CABLE COMPANY RECOMMENDATIONS.SEE SITE PLAN FOR CONTINUATION.

2-2"PVC EMPTY CONDUITS WITHPULLSTRING AND LONG RADIUS ELLS.1-2" CONDUIT FOR TELEPHONE.1-2" CONDUIT FOR CABLE.

GROUND RODS.

(2) CAT 5E TO EACH TELEPHONE JACK.TERMINATE EACH JACK COMPLETE. PROVIDEALL PLATES, CONNECTORS, TERMINATORS, ETC...AS REQUIRED FOR A COMPLETE OPERATING SYSTEM.

(1) COAX CABLE TO EACH TELEVISION JACK.TERMINATE EACH JACK COMPLETE. PROVIDE ALL PLATESSPLITTERS, CONNECTORS, TERMINATORS, ETC...AS REQUIRED FOR A COMPLETE SYSTEM.

#6 CU. TO SERVICETIE TOGETHER WITH

FURNISH AND INSTALL ALL CABLE TV / DATAAND TELEPHONE EQUIPMENT ON EQUIPMENTBOARD AND CONNECT COMPLETE.

N.T.S.

COMMUNICATIONS RISER DIAGRAM

1-1/2" WITH 3-#1 CU. & 1-#6CU. GRD.

WATTS

ELECTRIC BACK-UP HEAT 120012201A21.23. B 1 20

RANGE HOOD & BATH E.F. - - - -HEAT PUMP-OUTDOOR - - - -WATER HEATER - - - -DRYER - - - -

THREE

120/208125

RANGE

ITEM FEDNO.

15.

19.17.

WASHER

13.11.9.7.5.3.1.

CIRC.

TENANT

WIR

ESI

ZE

AM

PS

POLE

POLE

AM

PS

SIZ

EW

IRE

WATTS BUS

250025002500250040004000

10

10

30

30

6 50

1B

BA

11

AB

11

12001220

1212

2020

12001200

122020 1500

ABA

2

211

1BA2 1

1

121212

2020

2010001000

1000

122020

1200

MAIN CONNECTIONM.L.O.AMPERES

WIRE

VOLTS22 KAIC

SINGLE PHASE FLUSH

CU.

MOUNTING

MICROWAVE 22.24.

ITEM FED NO.

(2) KITCHEN GFI

DISHWASHER(2) KITCHEN GFI

BATHROOM GFI

16.

20.18.

14.12.

LVG/HALL&DIN REC.BEDROOM RECEPT.LIGHTS / CEILING FAN

REFRIGERATOR

8.10.

6.1.1.

1.

2.4.

FEEDER

CIRC.

1200 12 20 1

25 2

120

1500 101500

NO S.E.L.

COPPER BUS

NOTICE - CONTRACTOR TO UTILIZE TWO POLE BREAKERS WHEN SHARING NEUTRAL CONDUCTORS.

2. PROVIDE CIRCUIT WITH NEUTRAL CONDUCTOR.1. PROVIDE ARC FAULT BREAKER.

PANEL

TYPICAL

2.

2.

LOADCENTER

SPARE

3.

3. PROVIDE GROUND FAULT BREAKER.

SPARE

HEAT PUMP -INDOOR - - - - 40004000 8 45 2

500 12

120012

PULL CORD STATION TO ACTIVATE CALL FOR ASSISTANCE SYSTEM. MOUNT IN SINGLE GANG BOX FLUSH INWALL AT 48" A.F.F. COORDINATE EXACT LOCATION WITH OWNER.HORN/STROBE NOTIFICATION DEVICE FOR CALL FOR ASSISTANCE SYSTEM. MOUNT IN SINGLE GANG BOXFLUSH IN WALL AT 90" A.F.F. PROVIDE SOUND DISTINCT FROM SMOKE ALARMS

HORN/STROBE FOR CALL FOR ASSISTANCE SYSTEM

12

13

Bedroom07

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Kitchen02

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Linen04B

Storage08

Stair09

OLF-1

OLF-1

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7

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GF/WP

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GF/WP

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JF

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G

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S

S

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North DuplexFirst Floor Electric Plan

2'-0"1/4"=1'-0" 4'-0"


North DuplexSecond Floor Electric Plan

2'-0"1/4"=1'-0" 4'-0"

EQUA

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